Abstract
Pushover analysis of an existing structure located at Bangalore is carried out to evaluate its available strength. Analysis was carried out in different stages such as modelling for a bare frame structure and infilled with brick masonry and ferrocement with the consideration of openings such as doors and windows. The analysis outcome revealed that the few of the structural members was insufficient to carry external forces for various seismic zone intensities and demanded the retrofitting and thus revision of the structural dimensions were suggested and further analytical studies showed that base shear carrying capacity and displacement parameters significantly affects for different types of infilled materials and bare frames.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: International Journal of Scientific Research in Science and Technology
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
